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JB1940496_Yelm_Plans (22357)PROJECT FOOTAGES NEW AERIAL: 45' NEW UNDERGROUND: 0 EXISTING AERIAL/OVERLASH: 0 EXISTING UNDERGROUND: 10, TOTAL FOOTAGE: 55' OWNER / APPLICANT COMCAST CONTACT: Brian Hoback; Network Project Manager MOBILE: (253) 254-1366 EMAIL: BRIAN_HOBACK@COMCAST.COM STARBUCKS COFFEE-YELM AVE PROJECT #: 1940496 937 YELM AVE W YELM, WA 98597 ? Coles Ct SE 0 i School O Killion Court Apartments 94In Ave SE w h Prestige Senior O n Moose Lodge Q or © Living Rosemont - a, 510 U Q LIJ N 0 a o � c o C � o Farrelli's Pizza ® Puerto Vallarta Yelm Medical Plaza 5 ti N IU s Gee Gees Quilting 0 IV E I- ? Sahoma Boulevard Southeast 04srry Valley Rd SE 510 lA O� DESIGN BY K&B TECHNICAL SOLUTIONS P.O. BOX 2529 CLACKAMAS, OR 97015 CONTACT: BRAD ROLLINS MOBILE: (281) 923-8353 EMAIL: PERMITS@KBMAIL.NET �I w00 00 UNIT CODES w FOR INTERNAL USE M w M SHEETINDEX SHT DESCRIPTION CS COVER SHEET/VICINITY MAP 1 RIGHT-OF-WAY PLAN L LEGEND & TYPICALS ATTENTION: WASHINGTON LAW REQUIRES AN EXCAVATOR TO PROVIDE THE NOTICE TO A ONE -NUMBER LOCATOR SERVICE NOT LESS THAN TWO BUSINESS DAYS AND NOT MORE THAN TEN BUSINESS DAYS BEFORE THE SCHEDULED DATE FOR yp COMMENCEMENT OF EXCAVATION, UNLESS OTHERWISE AGREED BY THE EXCAVATOR AND FACILITY OPERATORS. IF AN EXCAVATOR INTENDS TO WORK AT MULTIPLE SITES OR AT A LARGE PROJECT, THE EXCAVATOR MUST TAKE REASONABLE STEPS TO CONFER WITH FACILITY OPERATORS TO ENABLE THEM TO LOCATE UNDERGROUND I[nlow. Wt}'S belaW. FACILITIES REASONABLY ADVANCE OF THE START OF Call before you dig, EXCAVATION FOR EACH PHASE OF THE WORK. - 0 I` co0) co Of M n N P6o Y� E U U N y Q U n U z N E U N 7 d YMLU O N CO O m E r ) o 0 m o` E ` N O `1U O M � N U N 0 00 cc, c m OD SHEET CS CMEX-50242-22357 N E 2100� kLE: 1 "=40' R011 0- %TTENTIONWashington law requires an er notice to a one -number locator service not IE days and not more than ten business days I date for commencement of excavation, unlE by the excavator and facility operators. If an ,vork at multiple sites or at a large project, th, seasonable steps to confer with facility opera ......... ........... ........ ... locate underground facilities reasonably in advance of the start of excavation for each phase of the work. ► -Z LLI Ln > 00 Q � J LI � J r- LLI CO � rn Z Q J IZ >Q LL O � 2 0 J LLI LL O Al O r to Of M O N C IE 6 17 y o0 U U NCO �y�\ J V Q C) y N U. 2 N — LLI Ned W 0 N 00 CO Ci n SHEET 1 CMEX-50242-22357 LINETYPES AERIAL CABLE EXISTING CONDUIT NEW CONDUIT RIGHT-OF-WAY ROW EASEMENT ESMT PUBLIC UTILITY EASEMENT PUE PROPERTY LINE CENTERLINE FACE OF CURB FOC EDGE OF PAVEMENT EOP EDGE OF CONCRETE EOC EDGE OF GRAVEL EOG EDGE OF SIDEWALK S/W EXCAVATION LIMITS ----------- SEWER S STORM SD WATER W GAS G POWER P TELEPHONE T FIBER OPTIC FO CATV CAry TRAFFIC SIGNAL TRS STREET LIGHT SLT FENCE LINE GUARD RAIL El RAILROAD TRACKS BUILDING FOOTPRINT SYMBOLS JOINT USE POLE ® POLE TAG JOINT USE POLE W/ TRANSFORMER ® POLE TAG POWER POLE W/ TRANSFORMER POLE TAG POWER POLE X POLE TAG CABLE POLE 0 POLE TAG TELEPHONE POLE Q POLE TAG EXISTING CONDUIT RISER PROPOSED CONDUIT RISER (�* EXISTING PEDESTAL Fl EXISTING VAULT/HANDHOLE ❑V EXISTING MANHOLE MH PROPOSED PEDESTAL Fl PROPOSED VAULT/HANDHOLE ❑V PROPOSED MANHOLE MH INLET ❑® VALVE pQ METER QM HYDRANT i7 POWER TRANSFORMER W STREET LIGHT POLE TRAFFIC SIGNAL POLE ❑o SIGNAL CONTROLLER CROSS WALK SIGNAL O RAILROAD SIGNAL �o TREE 0 CULVERT EXISTING SPLICE CASE PROPOSED SPLICE CASE z Q J D_ Q Lu 00 o j o� LImom' >- J 75 r- W J LLI LL O U �n 0 0� rn� Of co m o c m U Y 00 n U) J V Q z N- E LJ Ned w ~ m m m O a SHEET L Plot 1 TC14 TRAFFIC CONTROL PLAN FILE NAME TIME DATE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM.REVISION DATE BY SHEET OF SHEETS Washington State Department of Transportation P.E. STAMP BOX P.E. STAMP BOX DATE DATE LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH PLOTTED BY PLAN REF NO FletcCo 9/18/2014 1:27:17 PM S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(TC) Work Zone Traffic Control\W(TC-14) Intersection Lane Closure - Three Lane Roadway\TC-14.dgn OPTIONAL IF 40 MPH OR LESS 48" 48" TO STOP PREPARED BE W20-7B 48" 48" TO STOP PREPARED BE W20-7B 48" 48" W20-7A 48" 48" W20-4 AHEAD ROAD ONE LANE W20-1 48" 48" AHEAD WORK ROAD 48" 48" W20-7A 48" 48" CENTER LANE CLOSED AHEAD W20-5C W20-1 48" 48" AHEAD WORK ROAD 48" 48" W20-7A 48" 48" W20-7A48" 48" TO STOP PREPARED BE W20-7B 48" 48" W20-4 AHEAD ROAD ONE LANE W20-1 48" 48" AHEAD WORK ROAD 48" 48" TO STOP PREPARED BE W20-7B W1-4(L) 48" 48" W20-1 48" 48" AHEAD WORK ROAD MPH 50/70 35/45 25/30 TAPER TANGENT 40 30 20 80 60 40 RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH »¿350’ 45 / 55 MPHRURAL ROADS »¿500 60 / 65 MPH »¿800RURAL HIGHWAYS 25 / 30 MPH »¿200’ URBAN STREETS 25 MPH OR LESS »¿100’ SIGN SPACING = X (1) LONGITUDINAL BUFFER SPACE = B TRANSPORTABLE ATTENUATOR SPEED (MPH)25 30 35 40 45 50 55 60 65 70 LENGTH (feet)250 305 360 425 495 570 645 BUFFER DATA 155 200 BUFFER VEHICLE ROLL AHEAD DISTANCE = R - KEEP RIGHT 24" 30" B/W R4-7B 1 1 1 25 30 35 40 45 50 55 10 12 550 605 660 60 11 105 125 150 205 270 450 500 165 225 295 495 550 180 245 320 540 600 115 65 70 MINIMUM TAPER LENGTH = L (feet) Posted Speed (mph) - - -- - 720 660 -- PROTECTIVE VEHICLE 100 FEET MAX. TO 30 FEET MIN. INTERSECTION LANE CLOSURE ~ THREE LANE ROADWAY NOT TO SCALE 1. NOTES 2. 3. 4. 5. LEGEND TEMPORARY SIGN LOCATION (5’ MOUNTING HEIGHT) PROTECTIVE VEHICLE - RECOMMENDED CHANNELIZING DEVICES TEMPORARY SIGN LOCATION FLAGGING STATION ROADWAY CONDITIONS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS. (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RESIDENTAL & BUSINESS DISTRICTS RURAL ROADS & URBAN ARTERIALS (feet) WIDTH LANE RECOMMENDATION. WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM THE WORK AREA. MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD REQUIRED DISTANCE NO SPECIFIED SPACING (feet) CHANNELIZATION DEVICE AREA WORK X X X X 1 1 X X X X L/2 X X XX L/2DEVICE SPACING 1/2 DISTANCE FOR OPPOSING TRAFFIC DEVICES L/2 XX DEVICE SPACING 1/2 DISTANCE FOR OPPOSING TRAFFIC DEVICES L/2XX B R ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. WITHIN WORK AREA LIMITS. MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS SIGN W1-4. FOR SPEED LIMIT OF 30 MPH OR LESS USE SIGN W1-3 IN LIEU OF OR TURNED OFF DURING FLAGGING OPERATIONS. IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE" RECOMMEND EXTENDING DEVICE TAPER (L/3) ACROSS SHOULDER.